1.0 INTRODUCTION
Rubber is a unique material that is both elastic and viscous. Rubber parts can therefore function as shock and vibration isolators and/or as dampers. Although the term rubber is used rather loosely, it usually refers to the compounded and vulcanized material. In the raw state it is referred to as an elastomer. Vulcanization forms chemical bonds between adjacent elastomer chains and subsequently imparts dimensional stability, strength, and resilience.
Shear stress is a stress state where the stress is parallel to the surface of the material, as opposed to normal stress when the stress is vertical to the surface.
2.0 OBJECTIVE:
- To measure the variation of deflection with applied load
- Investigate relationship between shear stress and strain between rubber
- To obtain Young modulus for rubber
3.0 THEORY
- Shear stress: A form of stress that subjects an object to which force is appliedto skew, tending to cause shear strain.
- Shear strain: The ratio of total deformation to the initial dimension of the material body in which the forces are being applied.
3.1 Shear stress
Shear stress can be defined as stress parallel to the plain and can be expressed as:
Shear stress can be illustrated as figure below:
Figure 3.1 Shear stress illustration on a square cube
3.2 Shear strain
Shear strain can defined as “deformation of a solid due to stress” and can be expressed as:
where
Figure 3.2 Shear strain illustration on square cube
3.4 Hooke’S law
Stress is proportional to the load and strain is proportional to the deformation as expressed with Hooke’s Law
where E is called as young modulus. Hooke’s law also can be written as
where G is called as shear modulus of rigidity.
4.0 PROCEDURE OF EXPERIMENT:
- Firstly, the weight hanger is attached on the beam
- The beam is put on the support
- Adjust both parts on the beam using the screw on the supports, the tension spring and the screw on the top of the gauge
- Zero the force gauge reading using the screw on the gauge
- The load is put on the weight hanger and read the reading
- The reading is recorded
- Remove all the weight from the weight hanger. The weight hanger is put at different position and step 4 to 6 is repeated
Figure 4.1 : Equipment of the Experiment
4.1 Results
The dimension of rubber block:
Length, l : 0.073 m
Height, h: 0.152 m
Width, w: 0.025 m
Area, A: 0.0038 m^2
The area calculated is as follows Area = h*w = (0.152)(0.025) = 0.0038 m^2
Results from the experiment :
Table 4.1 : Result from experiment
Graph 4.1 : Graph of force against displacement
Graph 4.2 : Graph of Shear Stress(Pa) against Shear strain(rad)
5.0 Comsol Simulation
COMSOL multi physic is one of modelling software for finite element analysis. The applied load is same as experimental method which are 2, 4, 6 ,8, 10, 12, 14, 16, 18 and 20 N. Table 5.1 shows the displacement of the rubber obtained from COMSOL simulation. The graph of force against shear stress are plotted as in Figure 5.1. Complete simulation for each applied load are attached in attachment.
5.1 Procedure of Comsol
Space Dimension: 3-D
Physics:Solid Mechanics (Solid)
Study Type: Stationary
Geometry: width=0.025m , depth=0.073m, height=0.152m
Material Properties: E = 5.6 MPa, Poisson Ratio: 0.4
Boundary Condition: Total Force = -F at z-axis
Mesh Setting: Physics-controlled mesh, Extra Fine size
Parameter: F=[2,4,6,8,10,12,14,16,18 and 20]N
Plot Data: Displacement Field, y component
Results from COMSOL :
Table 6.1 : Result from COMSOL
Graph 5.1 Graph of Shear Force against Displacement for COMSOL
6.0 DISCUSSION
Graph 6.1 : Graph of Comparison between result obtained by Experiment and COMSOL
As can be seen in Graph 6.1, R-squared value obtained from COMSOL simulation is 1 while from experimental value is 0.9985. This shows that the analysis of shear rubber block from COMSOL simulation is assumed to be perfect and completely linear. The difference in displacement may be due to the error during the experiment. Besides that, the value of poison ratio of rubber used may not accurate.
7.0 Conclusion:
The graph of force against displacement above is plotted based on the data obtained from experiment and COMSOL software. The displacement obtained from experiment is higher compared to COMSOL.
8.0 Appendix:
2N 4N

6N 8N
10N 12N
14N 16N

18N 20N


















